Built to deliver a better world Optimizing TBM …...Tunnel Face support Methods 1. Open o...

Optimizing TBM Selection For Ground Conditions

Paul Nicholas - AECOM

Breakthroughs In Tunneling

Denver Colorado September 09 – 11th

Built to deliver a better world

– Without Geotechnical information – Choosing means and methods for a tunnel project is like - driving in the dark without lights

– All project delivery methods will be improved with lower risk for the contractor & client = Lower prices, if a GBR or at least a GDR are provided at the time of bid.

Geotechnical Information – Underground Construction

Tunnel Face support Methods

1. Open – No Support

2. Mechanical Support

3. Compressed Air Support

4. EPB – Earth Pressure Balance Support

5. Slurry Pressure Support

Tunnel Excavation Methods

– Conventional• Drill and Blast (D&B)• Mechanized excavation / Road headers

etc.

– Mechanized Boring• Open TBM – Gripper & Open shielded• Closed TBM – Slurry, EPB & Dual mode /

Hybrid

– Specialty• Pipe Jacking & Microtunneling• Immersed Tube• Cut and Cover

– Conventional Tunneling - Open

– Unsealed support• None - Rock (Bolts)• NATM/SEM – Bolts, Ring Beam / Lattice

Girder, Mesh & Shotcrete• Steel Liner Plate • Ribs & Lagging

– Mechanized Boring (TBM) – Closed• Tunnel Pre Cast RC Rings / Segments

Tunnel liner

Tunnel Method Choice - Rock

– Dry Rock or Very Low Permeability – (No Blasting)• TBM – Open Gripper type , Open Shielded • Road Header - < 10,000psi UCS• Drill & Blast & Chemical splitting ( Short Lengths)

– Primary Support• Not Required to Rock Bolts• Wire Mesh / Ring Beams / Lagging / Sprayed Concrete • Pre Cast Segment Liner Rings (Primary & Final Liner)

– Final Liner• None – Bare rock walls• Cast In Situ RC Liner

In rock with high water table and low permeability there is always a danger of high water flows from fractured zones

Open - Unshielded Rock TBM – Massive Rock

• Gripper Open Cutter• For massive rock• Crown shield

• Gripper TBM with Plated Cutter wheel providing face support

• For fractured – Blocky rock face,• Back mounted cutters• Very short shielded section

Open - Shielded Rock TBM – Fractured Rock

Single Shield Gripper Rock TBM

Double Shield Gripper Rock TBM

Closed Face - Rock & Mixed Ground - Shielded Mixed Face TBM

Slurry and EPB TBM’s

Typically No GrippersTypically a Segmental Lining

Rock Interbedded or zones of Soft Ground – Water High Permeability

Soft Ground - EPB v Slurry TBM

Earth Pressure Balance – EPB TBM

Auger and belt conveyor

Earth Pressure Balance (EPB) - TBM

Foam additions in unconsolidated ground

– Cohesive Material • Low fat clays & silts• Slurry mode with chamber pressure

jets

– Granular Material• Sands & gravels• Slurry mix shield mode with air

pressure chamber

– Rock• Slurry mode with medium jets• Invert jet

Slurry TBM - Flexibility

Slurry TBM

Slurry SystemSolids Removal

Extended Scope of EPB & Slurry TBM’s

Method Choice – Variable Ground

– Ground changes along the alignment from massive rock with low permeability to wet alluvium

– From stiff clay to running granular soils with high permeability and ground water pressures

– TBM Options -Hybrid , Multi Mode • Multi Mode –

• Open & Closed EPB• Open EPB & Closed Slurry• Open, Closed EPB & Closed Slurry

Variable Ground - Dual Mode TBM

Dual Mode TBM :• Open Rock and Closed EPB

Multi Mode EPB – Open & Closed

Multi Mode - Open with Belt Conveyor & Closed Slurry

Multi Mode – Port of Miami Type TBM

Requires physical adaption in the TBM to switch from EPB to Water Control Process (WCP)/ Slurry Mode

Variable Geology - Florida

Small Diameter Closed Dual Mode EPB/Slurry TBM

• 9ft Internal diameter finished tunnel• Slurry / EPB Auger system with slurry spoil removal – No

belt Conveyor or muck skips required• May be switched from EPB with Slurrification to full slurry

operation in the ground in a matter of hours

Slurry Box

Ultimate Multi Mode TBM - Variable Density TBM’s

Schaub & Duhme - Herrenknecht

Able to switch from EPB to Slurry in stages without any mechanical changes

– Mixed Ground conditions – Rock, conglomerate breccia, fault zones

– 220psi (15 Bar) water pressure –Highest tunnel water pressure in the World

– Design Build Contract

– Client completed 50 bore holes to identify a corridor alignment and to provide a GDR for the bid.

– Dual Mode TBM – Slurry /Open with special seals for high external pressures

Lake Mead Intake N0 3 – Dual Mode Open & Slurry

– Variable ground conditions with high permeability limestone and karst formation

– Water pressure up to 47psi (3bar)

– PPP Contract with special financial contingency arrangements with the client

– Special Multi Mode EPB/Slurry TBM• EPB with screw Conveyor• Slurry circuit with stone crusher• Slurrification box• Probing and grouting

Port of Miami – 42Ft Multi Mode EPB / Slurry (WTC)

– Long 6 mile undersea crossing 57.7ft ( Worlds Largest) Slurry TBM

– Maximum 120psi (8Bar) water head

– Little Geotechnical information- forecast to be Alluvium with weathered granite , possibility of strong granite

– DB Contract with TBM specified and special pay conditions based on ground conditions

– Dual Sized Slurry TBM 57.7ft and reduced to 46ft

– Robotic cutter inspection and replacement over 60% of face

– Hyperbaric interventions

New Innovations - Tuen Mun CLKL – Hong Kong Dual Sized Slurry TBM

Cutter Changes TBM Hyperbaric Intervention under Saturation

Real Time Cutter & Geotechnical Monitoring

Cutter Changing Robot

Tunnel Cross Passages

56 Cross Passages (100m spacing - 328ft)with 44 by Slurry Pipe Jacking

– NeTTUN 2012 -17 financed by an EU grant carried out research on improving TBM’s and tunnel related issues

– Ground Prediction systems from the TBM cutter face:• Electromagnetic Radar –• Seismic source and sensors – for automatic feature detection• Software development to combine information to predict ground conditions ahead of

the excavation face.

– Robotics for Cutter disc inspection and replacement• Robots in use for cutter inspection• Robots developed and used on the Tuen Mun – HK TBM replace cutter over 60% of

the outer diameter of the TBM

– Improvement of design and materials for drag bits• New improved steel compounds developed –Field testing• New efficient designs developed to minimize wear maximize penetration

Research and Development

– In Rock Open Gripper TBM’s with minimal tunnel support give the highest performance for excavation rates – Are susceptible to unanticipated ground changes including fault zones and water flows

– Rock open TBM’s should have extensive forward probing and grouting capability

– Uncertainty in the ground conditions increases risk of delay and higher costs

– Use of Closed Shielded TBM’s with RC bolted and gasketed segmental liner rings reduces risk but increases cost due to slower production and higher cost of materials and equipment.

– Hybrid / Multi Mode TBM’s with robotics and ground sensing equipment is a reality for variable & mixed ground conditions

Summary

Thank You